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Nearby Bridges in NBI 2021: 12


SECOND AVENUE over RTE 907C: N Y & ATLANTIC (Route: 0)
Num:2243310x
Open: no restriction [A]
Built: 2004, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 68.3 m = 224.1 ft
Main Spans: 2 at 40.2 m = 131.9 ft
Approach Spans: 0
Skew: 10
Width, Roadway: 16.4 m = 53.8 ft (2 Lanes) and Out-To-Out: 24.3 m = 79.7 ft for a 16.5 m = 54.1 ft approaching roadway.
Vertical Clearance: 4.45 m = 14.6 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT BAY RIDGE
Condition
Deck: Very Good [8]
Superstructure: Excellent [9]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 98 metric ton = 107.8 tons (Allowable Stress(AS) [2])
Inventory: 45 metric ton = 49.5 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 2020 [0920] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 12798 (2011) and Trucks: 8%
Future ADT: 12858 (In 2039 )
RIDGE BOULEVARD over SHORE ROAD DRIVE (Route: 0)
Num:2244150x
Open: no restriction [A]
Built: 2000, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 17.4 m = 57.1 ft
Main Spans: 1 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 16.4 m = 53.8 ft (4 Lanes) and Out-To-Out: 23.7 m = 77.8 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT FORT HAMILTON
Condition
Deck: Not Applicable [N]
Superstructure: Excellent [9]
Substructure: Excellent [9]
Loading
Design:
Operating: 84.6 metric ton = 93.1 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()
Appraisal
Structural: Superior to present desirable criteria [9]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 14039 (2018) and Trucks: 2%
Future ADT: 27548 (In 2039 )
RTE 907C over TERRAIN (Route: 907)
Num:00000000223123Ax
Open: no restriction [A]
Built: 1963, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 91.4 m = 299.9 ft
Main Spans: 5 at 18.5 m = 60.7 ft
Approach Spans: 0
Skew: 20
Width, Roadway: 5.9 m = 19.4 ft (1 Lanes) and Out-To-Out: 7.2 m = 23.6 ft for a 6.4 m = 21.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by State Highway Agency [01], DOT District: 0
1.5 MI NE 86ST &SHORE PKY
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18 / HS 20 [5]
Operating: 88 metric ton = 96.8 tons (Load Factor(LF) [1])
Inventory: 52.6 metric ton = 57.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 2020 [0420] and Frequency: 24
Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 8176 (2018) and Trucks: 10%
Future ADT: 10447 (In 2039 )
RTE I278 over RELIEF (Route: 278)
Num:00000000106531Dx
Open: no restriction [A]
Built: 1963, Reconstructed: 2010
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 132.6 m = 435.1 ft
Main Spans: 8 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.2 m = 20.3 ft (1 Lanes) and Out-To-Out: 7.5 m = 24.6 ft for a 6.4 m = 21.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by State Highway Agency [01], DOT District: 0
JCT PROSPECT EXPY & I278
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 70.8 metric ton = 77.9 tons (Load Factor(LF) [1])
Inventory: 42.6 metric ton = 46.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 57997 (2018) and Trucks: 2%
Future ADT: 71510 (In 2039 )
RTE 907C over Pkwy to Shore Rd EB: 2ND (Route: 907)
Num:2231239x
Open: no restriction [A]
Built: 1963, Reconstructed: 1980
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Concrete [1] Frame [07]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 861.7 m = 2827.2 ft
Main Spans: 39 at 46.3 m = 151.9 ft
Approach Spans: 1
Skew: 20
Width, Roadway: 15.1 m = 49.5 ft (4 Lanes) and Out-To-Out: 21 m = 68.9 ft for a 14.9 m = 48.9 ft approaching roadway.
Vertical Clearance: 4.52 m = 14.8 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by State Highway Agency [01], DOT District: 0
1.5 MI NE 86 ST+SHORE PKY
Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design:
Operating: 75.8 metric ton = 83.4 tons ()
Inventory: 19.6 metric ton = 21.6 tons ()
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 1999 [699] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 57997 (2018) and Trucks: 2%
Future ADT: 71510 (In 2039 )
Gowanus HOV Ramp over 907C 907CX2M14001: 3RD. (Route: 0)
Num:00000000106531Qx
Open: no restriction [A]
Built: 2012, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 582.2 m = 1910.2 ft
Main Spans: 19 at 46.3 m = 151.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5.3 m = 17.4 ft (1 Lanes) and Out-To-Out: 6.2 m = 20.3 ft for a 5.2 m = 17.1 ft approaching roadway.
Vertical Clearance: 32.68 m = 107.2 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by State Highway Agency [01], DOT District: 0
Jct Prospect Expy & I287
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 66.2 metric ton = 72.8 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 2020 [0920] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 14613 (2018) and Trucks: 10%
Future ADT: 18672 (In 2039 )
THIRD AVENUE over N Y & ATLANTIC/LI (Route: 0)
Num:2243320x
Open: no restriction [A]
Built: 1914, Reconstructed: 1985
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 71.3 m = 233.9 ft
Main Spans: 4 at 22.3 m = 73.2 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.9 m = 42.3 ft (4 Lanes) and Out-To-Out: 22.5 m = 73.8 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT BAY RIDGE
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 43 metric ton = 47.3 tons ()
Inventory: 17.8 metric ton = 19.6 tons ()
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 10589 (2016) and Trucks: 6%
Future ADT: 12863 (In 2039 )
RTE I278 over 907C 907CX2M13001: 907C (Route: 278)
Num:00000000106531Ex
Open: no restriction [A]
Built: 1963, Reconstructed: 2018
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 559 m = 1834.1 ft
Main Spans: 32 at 24.3 m = 79.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 10.8 m = 35.4 ft (3 Lanes) and Out-To-Out: 11.9 m = 39.0 ft for a 10.8 m = 35.4 ft approaching roadway.
Vertical Clearance: 32.68 m = 107.2 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by State Highway Agency [01], DOT District: 0
JCT PROSPECT EXPY & I278
Condition
Deck: Very Good [8]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 51.7 metric ton = 56.9 tons (Load Factor(LF) [1])
Inventory: 30.8 metric ton = 33.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24
Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 157060 (2017) and Trucks: 9%
Future ADT: 200691 (In 2039 )
RTE I278 over 3RD AVENUE (Route: 278)
Num:00000000106531Cx
Open: no restriction [A]
Built: 1963, Reconstructed: 2018
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 166.4 m = 546.0 ft
Main Spans: 9 at 24.3 m = 79.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 4.3 m = 14.1 ft (1 Lanes) and Out-To-Out: 5.6 m = 18.4 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by State Highway Agency [01], DOT District: 0
JCT PROSPECT EXPY & I278
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 64.4 metric ton = 70.8 tons (Load Factor(LF) [1])
Inventory: 38.1 metric ton = 41.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 1999 [799] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 157060 (2017) and Trucks: 9%
Future ADT: 200691 (In 2039 )
RTE I278 over RELIEF (Route: 278)
Num:00000000106531Bx
Open: no restriction [A]
Built: 1962, Reconstructed: 2012
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 97.8 m = 320.9 ft
Main Spans: 6 at 16.1 m = 52.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5 m = 16.4 ft (1 Lanes) and Out-To-Out: 6.2 m = 20.3 ft for a 5.8 m = 19.0 ft approaching roadway.
Vertical Clearance: 32.68 m = 107.2 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by State Highway Agency [01], DOT District: 0
JCT PROSPECT EXPY & I278
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.3 metric ton = 71.8 tons (Load Factor(LF) [1])
Inventory: 39 metric ton = 42.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: N/A [N] and Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Inspections
Date: October 1999 [1099] and Frequency: 24
Future Work
Work Needed: Bridge deck replacement with only incidental widening. [37]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 157060 (2017) and Trucks: 9%
Future ADT: 200691 (In 2039 )
3RD AVENUE over SHORE ROAD DRIVE (Route: 0)
Num:2244160x
Open: no restriction [A]
Built: 2000, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 17.1 m = 56.1 ft
Main Spans: 1 at 16.4 m = 53.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.8 m = 42.0 ft (4 Lanes) and Out-To-Out: 23.7 m = 77.8 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT FORT HAMILTON
Condition
Deck: Not Applicable [N]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design:
Operating: 84.3 metric ton = 92.7 tons ()
Inventory: 40.8 metric ton = 44.9 tons ()
Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 10589 (2016) and Trucks: 6%
Future ADT: 12863 (In 2039 )
4TH AVENUE over NYCTA: LONG ISLAND (Route: 0)
Num:2243330x
Open: no restriction [A]
Built: 1919, Reconstructed: 1997
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel [3] Girder and floorbeam system [03]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 41.5 m = 136.2 ft
Main Spans: 4 at 14.9 m = 48.9 ft
Approach Spans: 0
Skew: 14
Width, Roadway: 18.3 m = 60.0 ft (4 Lanes) and Out-To-Out: 31 m = 101.7 ft for a 18.3 m = 60.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New York [51000]: Kings County [047], New York [36]
Owned by City or Municipal Highway Agency [04], DOT District: 0
AT BAY RIDGE
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 36.7 metric ton = 40.4 tons ()
Inventory: 17.4 metric ton = 19.1 tons ()
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 1999 [799] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge with deck rehabilitation or replacement. [34]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 25852 (2011) and Trucks: 8%
Future ADT: 25973 (In 2039 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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